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一种获取公交专用道停靠站通行能力的方法,其特征在于:该方法包括如下步骤:1.)调查公交专用道停靠站第一个停靠位的最拥挤车门乘客上下车人数??????????????????????????????????????????????????????????????????????????????????????????????、公交车到达时间间隔、公交车停靠时间、停靠站最近交叉口的绿信比,2.)根据最拥挤车门乘客上下车人数、最拥挤车门人均上下车时间、公交车开关门时间计算公交车上下客时间;根据公交车到达时间间隔计算到达间隔波动系数;根据公交车停靠时间计算停靠时间波动系数,3.)根据公交车减速进站时间、公交车上下客时间、公交车加速出站时间、绿信比、到达间隔波动系数、停靠时间波动系数计算停靠站单停靠位的通行能力,4.)根据公交车减速进站时间、公交车上下客时间、公交车加速出站时间计算单停靠位停靠总时间;根据停靠时间波动系数、公交车上下客时间计算直线式停靠站的前车阻挡时间,5.)根据乘客赶车时间、前车阻挡时间计算直线式停靠站第个停靠位的停靠延误时间;根据乘客赶车时间计算港湾式停靠站的第个停靠位的停靠延误时间,6.)根据单停靠位停靠总时间、第个停靠位的停靠延误时间计算停靠站的有效泊位数,7.)根据停靠站单停靠位的通行能力、停靠站的有效泊位数计算公交专用道停靠站的通行能力。201110098243X100001dest_path_image002.jpg,201110098243X100001dest_path_image004.jpg,213629dest_path_image002.jpg,201110098243X100001dest_path_image006.jpg,201110098243X100001dest_path_image008.jpg,201110098243X100001dest_path_image010.jpg,201110098243X100001dest_path_image012.jpg,201110098243X100001dest_path_image014.jpg,201110098243X100001dest_path_image016.jpg,792246dest_path_image010.jpg,201110098243X100001dest_path_image018.jpg,928830dest_path_image004.jpg,784659dest_path_image012.jpg,778023dest_path_image014.jpg,201110098243X100001dest_path_image020.jpg,470035dest_path_image016.jpg,393998dest_path_image010.jpg,917383dest_path_image018.jpg,201110098243X100001dest_path_image022.jpg,284911dest_path_image014.jpg,713487dest_path_image010.jpg,201110098243X100001dest_path_image024.jpg,201110098243X100001dest_path_image026.jpg,926293dest_path_image024.jpg,201110098243X100001dest_path_image028.jpg,201110098243X100001dest_path_image030.jpg,694398dest_path_image026.jpg,29564dest_path_image028.jpg,945437dest_path_image030.jpg,24251dest_path_image022.jpg,459912dest_path_image028.jpg,231559dest_path_image030.jpg,201110098243X100001dest_path_image032.jpg,386726dest_path_image020.jpg,206914dest_path_image032.jpg,201110098243X100001dest_path_image034.jpg |